WQ0037245_Regional Office Historical File Pre 2018

North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, 111
Governor Secretary
July 28, 2014
Mr. Daniel Swartz
Blackstone Development
Post Office Box 23755
Charlotte, NC 28227
Subject: Permit No. WQ0037245
Matthews Commerce Center
Wastewater Collection System Extension
Mecklenburg County, NC
Dear Mr. Swartz:
In accordance with your complete application received July 15, 2014, we are forwarding herewith Permit
No. WQ0037245, dated July 28, 2014, to Blackstone Development for the construction and operation of
the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein. This
cover letter and supplement shall be considered a part of this permit and are therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Blackstone Development to ensure that the as -constructed project meets
the appropriate design criteria and rules. Failure to comply may result in penalties in accordance with
North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer to the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of North Carolina •
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterResources.orq

Mr. Daniel Swartz
July 28, 2014
Page Two
If you need additional information concerning this matter, please contact Michael Parker at (704) 235-
2194 or via e-mail at [e-mail]. •
Sincerely,
for Thomas A. Reeder
Division of Water Resources
by Michael L. Parker
Surface Water Protection Supervisor
Mooresville Regional Office
Electronic copy: Brian D. Smith, P.E.
cc: Mooresville Regional Office, Surface Water Protection Section
Water Resources Central Files
PERCS (electronic copy)

AVA,
CDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Blackstone Development
for the construction and operation of approximately 425 linear feet of 8-inch gravity sewer to serve
Matthews Commerce Center development, and the discharge of 5,250 gallons per day of collected
domestic wastewater into the McAlpine Creek WWTP existing sewerage system, pursuant tothe
complete application received July 15, 2014, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 28th day of July, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037245

SUPPLEMENT TO PERMIT COVER SHEET
Blackstone Development is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in McAlpine Creek Wastewater
Treatment Facility prior to being discharged into the receiving stream,
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division of Water Resources (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless .specifically
mentioned herein. Division approval is based on acceptance of the certification provided by a North
Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
lf, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow.
2, No flow in excess of the quantity permitted herein, 5,250 GPD, shall be made tributary to the subject sewer
system until an application for permit modification for an increase in flow has been submitted to and
approved by the Division of Water Resources

II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities to change
ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the
Division accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request shall be considered on its merits and may or may not be approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 27; the Division of Water Resources (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private'satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.

3. Grease education materials shall be distributed more often than required in Pans (l) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i Right-of-ways, and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
Documentation xhn|| be kept for Subparagraphs (a) through (|) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system,
5. Noncompliance Notification:
The Permittee shall rep"rep"ort by telephone to a Water Resources staff member at the Mooresville Regional
Office, telephone number(7O4) 663-1699\ as soon as possible, but in no case more than 24 hours oroothe
next working day, following the occurrence or first knowledge of the occurrence of either of the following:
m. Any process unit failure, due to known or unknown reasons, that renders the facility incapable mf
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc./or
b� Any 3SOand/or spill over 1,00Qgallons; nr
c. Any SSUand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages orfaxed information bpermissible, but this shall not beconsidered as the initial verbal
report- Overflows and spills occurring outside normal business hours may also bereported tothe Division of
Emergency Management at telephone nunnber(8OO) 858-0358 nr(9Ig)733-33O0. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part U of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the S50was beyond
control.
6' Construction ofthe gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters ofthe State.
7� Per I5A NCAC 2T.0116, upon completion o/ construction and phn/ to operation of these permitted facilities,
the completed Engineering Certification form attached twthis permit shall besubmitted with the required
supporting documents tuthe address provided on the form. A complete certification isone where the form is
fully executed and the supporting documents are provided asapplicable. Any wastewater flow made tributary
to the wastewater collection xysLem extension prior to completion of this Engineer's Certification shall be
considered aviolation of the permit and shall subject the Pormitteetoappropriate enforcement actions,
If the permit is issued to a private entity with an Operational Agreement, then a copy ufthe Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable Count)(s Register of Deeds office shall be submitted with the certification.
Acomplete certification bone where the form isfully executed and the supporting ducumentsae provided as

i
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case-by-case•basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting. of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including. those as may be required
by this Division, such as the construction of additional or replacement facilities.
11. The issuance .of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including. but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Blackstone Development Permit No. WQ0037245
Project: Matthews Commerce Center — Mecklenburg County Issue Date: 07/28/2014
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
Date
ENGINEERS CERTIFICATION
El Partial 1111 Final
1,, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (0 periodically, Ell weekly, [1:1 full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division of Water Resources (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWQ Ilse Only:
Flew from hk nrniper ic orihtlitar, try

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No. G0000 3?Z V
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 13 day of
July 2014 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Blackstowne Development, LLC , a corporation/generaI partnership registered/licensed to do
business in the. State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Matthews Commerce Center (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of fling of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
Iands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
' constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 12/12 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and.
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time,
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater,
Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without.
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized.
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
NAGEMENT COMMISSIO
Black.stowne Development, LLC
Name of DEVELOPER
By:
(Signature)
Daniel Schwarz
Print Name and Title
FORM: DEV 1211.2
Page 2 of 2

USE THE TA
KEY TO MOVE FROM FIELD TO FIELD
OwnerfPermittee:
Blackstowne Development
Full Legal Name (company, municipality, HOA, u
Daniel Schwarz
Application Num
(to be completed by
Signing Official Name and Title (Please review 15A NCAC 2T ,0106 (b) fo
1 c, The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 S
uthorized signing officials)
to/County ❑ Private Partnership
d, PO Box 23755 ,le. Charlotte
Mailing Address City
NC
State
...... ..... .....
h. 704-579-8181
Telephone Facsimile
Project (Facility) Information:
2a, Matthews Commerce Center
1 g. 28227
Zip Code
lj. daniel.schwarz blacksto
E-mail
orp r ;taan ❑ Otter
2b. Mecklentburg
Brief Project Name (permit will refer to this name) County Where Project is Located
G
tc Person:
Brian D. Smith, Project Engineer
Name and Affiliation of SomeoneWho Can Answer Questions About this Application
7ti4-334-3303 ext 102
Phone Number
Project is
New ❑ Modific
tion (o
an existing permit) I
,3c. brianurbandes
E-mail
odification, Permit No.:
Owner is 0 Public (skip to Item B(3)) Private (go to Item 2(a))
If private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc,) o
0 Leasing units (lots, townhomes, etc, - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Charlotte- +tecklenburg Utilities
Owner of Waste
McAlpine Creek
Name of WWTF
ter Treatment F
FI Treatin
CharlotteµMecklenbur Utiltties5b. 8"
Receiving Sewer Size
Theoriginof this wastewater is (check all that apply):
Owner of Downstream Sewer
❑ Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
Restaurant
❑ Office
n aartners.com
2b. If sold, facilities owned by a (must choose one)
© Public Utility (Instruction D)
Homeowner Assoc/Developer (Instruction E)
Gravity 5
Force Main
VWVfF Permit No.
Permit of Downstream Sewer (Instruction F
Retail (Stores, shopping centers)
❑ Institution
Hospital
0 Church
0 Nursing Home
❑ Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 5,250
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfail or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .8303 to determine if a permit is required)
100 % Domestic/Commercial
% Industrial
(Attach Description)
% Oth
(Attach Description)
gallons per day
FTA 08-13 APPLICATION
Page 3 of 6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC T „0114w for
the value in Item 8(7) AND/OR the design flow for line or pump station sizing if a reduced ar zero flow is being requested in
Item B('7): Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
21 fixtures t 250 gpd/fixture 5,250 gpd
Sum
Size (inches)
8
n
Permitted (attach additional sheets if necessary)
of Pump Stations wl associated Force Main
Pump Station Location ID:
.. Longitude:
Des Flaw
(MGD)
Pump Station Loc
°Longitude:
Design Flow
(MGD)
Operational Point
GPM t TDH
Operational Point
GPM tTDH
Length (feet)
425
avity ar Additional
Force Main
gravity
ach additional sheets as necessary)
(self chosen - as shown on plans/map for reference)
Latitude:
Power Reliability Option
- permanent generator wWATS; Force Main Size
2 - portable generator w/MTS
de:
Force Main Length
chosen - as shown on plans/map for reference)
Power Reliability Option
- permanent generator wWATS; ; Force Main Size Force Main Length
2 - portable generator wIMTS
ill the wastewater flow In the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes No If Yes, permit number of 2`d treatment facility :
i(RO -- if "yes* to 8,12 please contact the Central Office PERCS Unit)
3. Does the sewer system comply with the Minimum Design C
(latest version), the % yij S r minirrigm Design Criteria (latest version) and 15A NCAC ha ter 2T as applicable?
Yes 0' No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE W1TH YOUR APPLICATION
FTA 08-13 APPLICATION
Page 4 of 6

14, Have the following perm tsIcertifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings General Permit or 401 Certification? ❑ Yes 0 No N/A
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
® Yes ❑ No ❑ NIA
❑Yes ❑No LNfA
Yes ❑No ❑NIA
Does this project include any high priority lines 1 A NCAC t2T .0402 2 involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes, ❑ and provide details:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Daniel Schwarz , attest that this application for Matthews Commerce Center has been
reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-2.15.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil penalties up to $25, 000 per violation.
Signing Offici
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THiS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
Professional Engineer's Certification: (Signature o
sign Engineer and Project Name)
Brian D. Smith ,attest that this application for Matthews Commerce Center has
been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations,
and all other supporting documentation to the best of my knowledge, i further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design
Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division
guidance. Although other professionals may have developed certain portions of this submittal package, inclusion of these
materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215. f A and 143-215.68_, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Brian D. Smith, PE
Professional Engineer Name
2b. Urban Design Partners, PLLC
Engineering Firm
2c. 1318 Central Avenue, Suite E6
Mailing Address
2d, Charlotte
City
2g. 704-334-3303
Telephone
2e, NC 2f. 28205
State Zip
05 2i, [e-mail]
E-mail
NC PE Seal, Signature & ©ate
FTA 08-13 APPLICATION
Page 5 of 6

1318-06 central ave, P 704_334.3303
charlotte, ric 28205 F 704„334,3305
urbandesignpanners,corn
-‘?
Date; duly 15, 2014
To: NCDENR
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Re: Matthews Commerce Center
Project No: 13-047
To whom it may concern,
Attached is the submittal package for a private sewer extension in Mecklenburg County to serve
the above referenced project. This project is a commercial subdivision that will include 3-6 lots
at full build -out, The first lot to be built upon will contain an indoor gun range.
The private sewer will connect to a public main along Monroe Road on the adjacent property.
The private extension includes 425-linear feet of 8-inch PVC sewer. The design flow is
calculated in accordance with 15A NCAC 2T .0114 as 5,252 god.
Should you have any questions about the sewer or supporting documentation please contact
me.
Brian D. Smith, P.E.
Partner
Urban Design Partners

11 LOTTE�_
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
June 27, 2014
Mr. Brian Smith
Urban Design Partners
1318-E6 Central AV
Charlotte, NC 28205
SUBJECT: REVISED WATER AND SEWER FLOW ACCEPTANCE
MATTHEWS COMMERCE CENTER
TAX PARCEL# 213-012-22 THROUGH -26
C-MU TRACKING# 600.14-503
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 5,250 gallons per
day (Commercial building with 21 plumbing fixtures x 250 gpd/fixture) from this project for transmission to
the McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment, This
acceptance of flow is based on the existing capacity of the designated publicly owned treatments works,
Please see attached revised FTSE form,
Charlotte -Mecklenburg Utility Department agrees to furnish water to the subject project. The water quality
to the subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water
Supply Management Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDENR.
However, Charlotte -Mecklenburg Utility Department cannot guarantee a constant pressure or quality of
flow,
Due to the involvement of other agencies and continuing growth of the water and sewer system, the
ability to provide service for future projects cannot be guaranteed nor reserved, Connection to the
Charlotte -Mecklenburg Utility Department system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction, If the appropriate
authorization to construct permits are not obtained and construction has not started, within one (1) year of
issuance of this t7ow acceptance letter, and payment for any service connection(s) has not been received
within (1) year of the issuance of this flow acceptance letter, this flow acceptance approval shall be
rescinded and a new flow acceptance study must be made, If you have any questions, you may contact
me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • Installation & Development Services
www.cmutilitles.com
700 North Tryon Street
Charlotte„ NC 28202
Ph: 704/432-5801
Fax: [phone]

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: urban Design Partners
Project Name for which flow is being requested: Matthews Commerce center
More than one FISE may be required for a single project if the owner of the JVWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek Sugar Creek WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
9.908
69.238
0.0525
79.147
80.0%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=-(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated• Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not Less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Page 1 of 6
FTSE 08-13

S
00
1 480 000FEET
524
525
EXIST SEWER
ALONG MON OE ROA

. North.Carolina Secretary of State
Page 1 of 1
Account Login Register
North Carolina
fame F Ma Mail DEPARTmENT OF THE
Secretary ,:ECRETA:R O TATE
. :ram Foe, 22 +t,`!.l 1 2T 22: 0190417 ,0
Date: 7/17/2014
Click here to:
View Document Filings l File an Annual Report
Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC BLACKSTOWNE DEVELOPMENT, LEGAL
LLC
Limited Liability Company Information
SOS I D: 0794949
Status: Current -Active
Effective Date: 7/28/2005
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name:
Office Address:
SCHWARZ, DANIEL L.
10804 MONROE ROAD
MATTHEWS NC 28105
Mailing Address: PO BOX 23755
CHARLOTTE NC 28227
Principal Office
Office Address: 10804 MONROE ROAD
MATTHEWS NC 28105
Mailing Address: PO BOX 23755
CHARLOTTE NC 28227
Officers/Company Officials
Title: MANAGER
Name: DANIEL L SCHWARZ
Business Address: 10804 MONROE ROAD
MATTHEWS NC 28105
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3617
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=7795054 7/17/2014

DASH
COURIER SERVICE
OrderTrackinglD
Ordered By
one
oundTrip
Spec Instr
der Date
Pickup Date
Delivery Date
448.071514
Brian Smith
704-334-3303
l7°15 2014 [09:
2014 [09:53 - 10:38]
014 [12:08 - 12:53]
Pickup
Urban Design
1318 Central Ave Suite E6
Charlotte, NC 28205
Contact:
Phone: [phone]i3
Spec dnstr'
Delivery Signature X.
Roundtrip Signature X.
Ref#
ef#2
Ref#3
of#4
Pieces
Weight
Service
Vehicle
Regular
Car
Delivery
NCDENR
610 E Center Ave Suite 310
Mooresville, NC 28115
Contact: Sewer Pernitting
Phone: �. �..
em��-a__m._....���w.��.u...
Spec Instr:
Time
Time
Driver#
Name
Pickup Tirne
The return email address is not rmnftared-please contact [e-mail] if you have questions or comments
Dash Courier Service
704-523-8240

TRANSMITTAL
URBAN
DESIGN
PARTNERS
1318 a-6 central avenue
charlotte, nc 28205
P 704.334.330
F 704.334.330
To: NCDENR - Sewer Date: 7/15/2014
Mooresville Regional Office
610 East Center Avenue
Mooresville, NC
Phone: Project Name: Matthews Comm. Ctr
Fax: Project No: 13-047
Transmitted Via:
Action:
❑ Overnight 0 For Approval
Courier 0 For Your Use
0 Hand El As Requested
© Mail © For Review & Comment
Fax fl For Signature
Number
Date
Description
ast track application
original & 1 copies
operation agreernent (1 original & 1 copies
check - $480
flow acceptance letter
quad map
street map
Comments
attached is the submittal package for the fast track application for the above
referenced project. please call with questions/comments.
Brian Smith
Cc:

Central Files: APS SWP _
7/28/2014
Permit Number WQ0037245 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
michael.parker
Coastal SWRuIe
Permitted Flow
5,250
Facility
Version
1.00
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Matthews Commerce Center
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Blackstowne Development
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Daniel Schwarz
PO Box 23755
Mint Hill
NC 28227
Orig Issue
7/28/2014
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
7/15/2014 7/28/2014 7/28/2014
Regulated Activities Requested /Received Events
Retail
Wastewater collection
Out:fall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

FAST TRACK ENGINEERING CERTIFICATION
Fir Permittee: Blackstone Development
Project: Matthews Commerce Center — Mecklenburg County kf
wci U
Complete and submit this form to the permit issuing rdi tai 1 etfi
:?C[ VE DiN.NCDFN it
Permit No. WQ0037245
Issue Date: 07/28/2014
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format, Record drawings should indicate the design and the marked up changes during construction.
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications
c Iteria QModificatl©ns should beltunq in non-compliance with this permit, regulations or
submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent Ina manner that rovides roof of rec i t the Division.
PERMITTEE'S CERTIFICATION
he undersigned agent for the Permittee ° hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted ierein or portions thereof.
inted Name, Title
Signature
Date
ENGINEER'S CERTIFICATION
© Partial Final
I, Brian D. Smith , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (f periodically, © weekly, 0 full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division of Water Resources (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials:
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST' CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWQ Use Only:
Flow from this project is

TRANSMITTAL
URBAN
DESIGN
PARTNERS
1318 e-6 central avenue
charlotte, nc 28205
P 704,334,3303
F 704.334.3305
CF'1VF-R/NCSFNR/1:7WR
wQROS
0 Dol`�FSVILLE REG ONAL OFF@CE
To: NCDENR - Sewer Date: 7/30/2015
Mooresville Regional Office
610 East Center Avenue
Mooresville, NC
Phone:
Fax:
Project Name: Matthews Comm. Ctr
Project No: 13-047
Transmitted Via:
❑ Overnight
Courier
[ Hand
El Mail
❑ Fax
Action:
For Approval
❑ For Four Use
❑ As Requested
❑ For Review & Comment
❑ For Signature
Number ©ate Description
2
asbuilt plans
certification
copy of permit - Permit No. WQ0037245
Comments
Attached is the submittal asbuilt package for the above referenced project, Please
feel free to contact me if you have any questions/comments.
Brian Smith
Cc: